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� �.. L � N� <br /> 1 .35 1 .4a 1 .45 1 .50 1 .55 1 .�0 1 .65 1 .70 <br /> �" HT-XX HEAQER TRUSS DESIGNATION (SEE S324) ' <br /> 25'-�" 25'-0° 25'-0" 25'-0" 25'-0° 25`-4" 25'-0" <br /> ST-XX SWAY TRUSS DESIGNATION (8EE S322-5329) <br /> � MT-TRUSS MAIN TRUSS DESIGNATl�N (SEE S32t�&S32T) <br /> 3 <br /> M3S110-12 5408 {+1-XXk) LRFQ FACTC}RED AXIAL LOAD F4R CUNNECTIC�N DE�IGN <br /> I � I I I I I � {POS =TENSIQN, NEG=C�MPRESSION) <br /> I � SFRS I I � <br /> � �U=XXk LRFD FACTORED SHEAR LOAQ FOR CONNECTIQ�! DESIGN <br /> — � — — — -�— -- — — — — — — — — — — — — — � — — — — — — — ^ �� ; <br /> rt, � r MT-TRUSS xxLHSPx SPECIAL JOIST �ESIGNATIQN <br /> "' 1S10-15 S405 32L �P2 32L SP2 32LHSP2 32LHSP3 Double Pitched (SEE S4Q2&5403 F�R LOADING PROFILES} • <br /> 2 `� <br /> � ( � <br /> � I � N L �!C)T � <br /> 32L SP2 32� SP2 32L SP2 32LHSP3 Double Pitched �.,z <br /> -� �� SWAY TRUSSES SPANNING 125'-0° FRQM <br /> I I � MT-TRUSS TC) N1T-TRUSS, T/SWAY TRUSS <br /> I AT 5° BEL4W SQTTOM OF DECK(B_O_D_) , <br /> � FQR 5° JQIST�EATS_ <br /> � <br /> � ��� G1_ MAIN TRUSS MT-TRUSS TOP CHORD AT 'I`-2 1/2" � <br /> BELUW 80TT�JM OF DECK(B.Q.Q.} <br /> 32L�SP2 32L�1SP2 32L SP'2 32LHSP3 Daubfe Pitched <br /> 3 �` HEADER TRUSS NT-H1 SPAN(�ING 20Q'-Q"FROM <br /> GRID 1.20 TC� GR1� 1.60 <br /> � �'\ � HEADER TRUSS HT-H2 SPANNING 200'-0" FROM <br /> � — — —�-- — — — — — — —�— — — — — — — — — — — — — � .._.. o o — � — — �8.2� GRI�3.20 TO GR(D 3.6� <br /> I �' <br /> C� V�/10x22�C3UTRIGGER FOFZ DECK EDGE ANGLE St�PPC7RT <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 D�uE�le Pitched � <br /> � HSS6x3x1/4 VERTICAL tJN FACE C�F E-IEADER TRUSS ; : � <br /> I I FOR QECK EDGE ANGLE SUPPORT E <br /> u, I 7 �� SEE ST�EL RQOF DECK NOTES (JN S2C FOR ROQF <br /> ' CONSTRUCTION. <br /> 0 <br /> �2L�ISP2 32L�I�P2 32L SPZ 32LHSP3 �ouble Pitched �„ <br /> -� ��JNST�I�CTI��J �IQTES <br /> � <br /> o i i � Xi <br /> RFS16(38-10 S4�4 I <br /> � <br /> 32L SP2 32► SP2 32L SP� 32LHSP3 E?ouble Pitched <br /> � � <br /> � I %�-_� <br /> o � _ _ _ � _ — _ — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ ��.�Q} <br /> ,_� <br /> 32LF��P2 32LF�SP2 32L SP2 32LHSP�Double Pitchecl <br /> � � � � � � � E V�.,!� IJ 1 �U"l Y V �I V�� . <br /> � I � I � � � <br /> � RFS3T- COMPOS►TE TOP CHOR� RC�C1F FRAMIF�G PLAN . <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitched �,, <br /> � <br /> � � <br /> � �.� � � I 1 �_, �� <br /> 4 <br /> 1. �3+ �l� �Y `{ Y � � � <br /> 32LI�SP2 32L1�SP2 32L SP2 32LHSP3 Double Pitched �J� " <br /> -10 -11 -12 -13 -14 <br /> (-�I_ _ � � _ _ � _ �, <br /> i,;-;if,,r'�''�fj <br /> � ��_� `.� -15 �;,'?,r-16f�;/f,, -17 -18 -19 , <br /> � — — � — — — — — — � — — — — — — — — — — — — — — — — — — — — ��.��� Cl ;'%r�%`rr�.�/f� � . <br /> (- ,� � ` �'� - _ _ �-- _ � -�- — � <br /> �.� �--� � � <br /> ( -20 -21 -22 -23 -24 <br /> � 32L SR2 �2L SP2 32L SP2 32LHSP3 Double Pitched �� � � � � � � s � - - � - - � r <br /> (�)�— It� <br /> I <br /> � � -25 -26 -27 -28 -29 <br /> � I (�� m � v � � � � � � � � � � �(�� <br /> � � <br /> o -30 -31 -32 -33 -34 <br /> �,� _ � _ _ + _ _ � _ _ � _ �f� <br /> 32LF�SP2 32L�SR2 32L �P2 32LNSP3 Doubie Pitched - � � . <br /> �-, -35 -36 -37 -38 -39 , <br /> � (;� � � � � � � � � � � � � �� . <br /> -4fl -41 -42 -43 -44 <br /> u7 � F� � � � � � � � � � � � � � �-j�{} � � <br /> � � M3S'110-12 540� � �V <br /> -45 -46 -47 -48 -49 <br /> � (�� � � � � � � � � � � � � � <br /> 32L Sf'2 32L SP2 32LHSP2 32LHSP3 Double Pit�hed � '" <br /> -50 -51 -52 -53 -54 I - , <br /> � I I � MT-TRUSS SFRS (��— o � m � � � � � � � � _ �fx� <br /> _ � I �, <br /> �� — — — j�'� -55 -56 -57 -58 -59 <br /> — — — — — — — — — — — — — -- — — — — — — g- — — �,` �v ��� � <br /> � � `- � -6(3 �61 =62 =63 =64 � , <br /> 1 S10-15 5405 �' <br /> L`� L"� ?��3j �ti t�� o t i a � <br /> I I I I I I I 0 4' 8' 16` 24' <br /> SCALE: '1/8"= 1'-0" <br /> _ _ STRU�TURAL FNGINEER-OF-RECOftD <br /> ���qHLE�,W�,�� . : <br /> ��.� ���„WA$'i.�r ,�o �°�a���� CMC CARY ENGINEERING <br /> � �� : � `a <br /> � �` P_0.BOX 2525 <br /> PA►I�TIAL RC��F TCJf� H RD FRAMIN - ��, S���r � � a� �'� GREENVILLE,SC 29602 : <br /> � � G PLAN 1 � <br /> � ° � � �`" PHQNE 864-609-534� <br /> +�.��'SG/5T3� <br /> SCALE: 1(8"= 1'-0�� .__ _ _ _ . _ FAX:$64-609-5344 � <br /> ��Q ��l '���� S�r��� ����� ��� � <br /> ������, ����i����� �����' ���� �r� <br /> �'`�,���� ` �� GMCCE PROJECT#14-1a61 � <br /> SYM REUISIdN BY APPROVED DATE SY�t REVlSiON BY APPROVED QATE �.,, ������Ag�Lf� DRAWN DA7E SUBTITLE CURRENT REVISION SYMBOL DATE C <br /> �H�H�r � DWD �0�09��� PARTIAL �O�F TOP CHOR� F�AMIN� PLAN � <br /> �t'`' °�b CHECKED W2548317 10f09/14 <br /> THIS DESIGN AND/OR `�' <br /> SPECIFIGAT[ON IS APPROVED RLP 1QI09/14 �y�� � <br /> � s�oWENsrEE1 Ei�[GIPtEER TITLE �oeing 777X CWC BUIL�ING /'� /� r <br /> �'�.�� APPROVEQ BY DEPT. DATE AKR `IOIQJ�'�4 /,�,�/ � � <br /> vo.2azo�i�oalz7 Ci-iECKED � ( l� !�� � � � <br /> � �UILa�N� 40-�8 ��iv � i ���r � <br /> ��'� q APPROVED J�B NO. COtviP NO. � . <br /> �'�� -� \�P'C . <br /> 4a-58-RFS16QT-16 � <br /> �r� aF nu��,aR AP��zouFo �TRllCTkJRAL MASTER EUER�TT,WA Dw�rvo. q.0-58-RFS16pT-16 ' <br />